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Laser-based remote sensing for concrete defect using Multi beam inspection

Research Project

Project/Area Number 26420473
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeMulti-year Fund
Section一般
Research Field Structural engineering/Earthquake engineering/Maintenance management engineering
Research InstitutionInstitute for Laser Technology

Principal Investigator

Shimada Yoshinori  公益財団法人レーザー技術総合研究所, レーザー計測研究チーム, 主任研究員 (80250091)

Co-Investigator(Renkei-kenkyūsha) Oleg Kotyaev  公益財団法人レーザー技術総合研究所, レーザー計測研究チーム, 研究員 (80399352)
Project Period (FY) 2014-04-01 – 2017-03-31
Project Status Completed (Fiscal Year 2016)
Budget Amount *help
¥4,940,000 (Direct Cost: ¥3,800,000、Indirect Cost: ¥1,140,000)
Fiscal Year 2016: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2015: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2014: ¥3,250,000 (Direct Cost: ¥2,500,000、Indirect Cost: ¥750,000)
Keywordsレーザー / コンクリート / マルチチャンネル / マルチビーム
Outline of Final Research Achievements

We can measure the two-dimensional vibration of concrete surface using the scattering ray which has reflected from a concrete surface and has returned as using a dynamic hologram crystal by real time. Using this equipment, we can measure the concrete crack depth. This method use the surface wave propagating time by which a sound part and a defect part measured at the same time.I applied two detection lasers and measured with a soundness part and a crack part. As a crack became deep, it was one compared with the signal strength small. The surface wave which occurred by a laser for shock wave excitation reaches a measurement point of a detection side laser along concrete surface and the crack surface. The signal strong ratio seems for the transmission distance to become so long that a crack was long, to have fallen. As a result a soundness point and a crack point showed that the crack depth can be presumed by measuring one compared with the signal strength at the same time.

Report

(4 results)
  • 2016 Annual Research Report   Final Research Report ( PDF )
  • 2015 Research-status Report
  • 2014 Research-status Report
  • Research Products

    (5 results)

All 2016 2015 2014

All Presentation (5 results) (of which Invited: 1 results)

  • [Presentation] レーザーを用いたコンクリート欠陥検出技術2016

    • Author(s)
      島田義則
    • Organizer
      非破壊検査協会 超音波による非接触材料評価研究会
    • Place of Presentation
      キャンパスプラザ京都
    • Year and Date
      2016-09-23
    • Related Report
      2016 Annual Research Report
  • [Presentation] レーザーを用いたコンクリート構造物の欠陥検出技術2015

    • Author(s)
      島田義則
    • Organizer
      非破壊検査協会 総合シンポジウム
    • Place of Presentation
      非破壊検査協会
    • Year and Date
      2015-06-02
    • Related Report
      2015 Research-status Report
  • [Presentation] レーザー計測法の課題と今後の展開2015

    • Author(s)
      島田義則
    • Organizer
      コンクリートの革新的非破壊評価技術の今後の展開
    • Place of Presentation
      大阪大学中之島センター302会議室
    • Year and Date
      2015-03-17
    • Related Report
      2014 Research-status Report
  • [Presentation] レーザーを用いたコンクリート健全性評価技術2015

    • Author(s)
      島田義則
    • Organizer
      レーザー学会年次大会
    • Place of Presentation
      東海大学
    • Year and Date
      2015-01-11
    • Related Report
      2014 Research-status Report
  • [Presentation] レーザーを用いたコンクリート構造物の健全性評価技術装置の開発2014

    • Author(s)
      島田義則
    • Organizer
      第53回光波センシング技術研究会
    • Place of Presentation
      東京理科大学
    • Year and Date
      2014-06-18
    • Related Report
      2014 Research-status Report
    • Invited

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Published: 2014-04-04   Modified: 2018-03-22  

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